Here's a look at what you need to know about the shooting death of 17-year-old Trayvon Martin in February 2012. Maldives, Somalia, finally disasters stuck America and you still You did nothing and others did little. The high-energy compaction process produces significant lateral pre-straining and pre-stressing of the adjacent matrix soils so much that the lateral stress in the soil surrounding the Geopier element approaches, Kp, the coefficient of passive earth pressure.   This means that the lateral stresses of the soil on the Geopier element can be as much as 2 to 3 times greater than originally imparted by the soil. Stiffness – When a vertical column load is imposed on the GP3 element, it is the lateral stresses that build up in the soil that provides confinement to the GP3 element making it stiffer and able to resist lateral movement and bulging. Settlement Control – Where footing stresses are the highest, GP3 elements provide the needed stiffness.  For a rigid footing the stresses are highest on the soil in the zone directly under the footing as well as a depth of 1 to 2 times the footing width. Patented CTA GP3 elements consist of well graded aggregate mixed dry with cement to create a pier with 3 to 5 times the stiffness and capacities up to 50% greater than piers built with aggregate alone.  For projects with close settlement tolerances, CTA GP3 elements provide excellent value.
Dry Cement can be mixed with well graded aggregate on site or if available dry ready mix concrete can be used to create a CTA GP3 element. Brownfields Projects – CTA GP3 elements create an impermeable element so a conduit for cross contamination of aquifers is not formed while also providing high stiffness and capacity.
Karst Limestone Areas – CTA GP3 elements create an impermeable element which will not be a conduit for water flow.
Peat and Organic Soil Layers – CTA GP3 elements provide the ability to span across weak compressible layers which might bulge and cause settlement if piers were built out of aggregate alone. Eliminate Over Excavation and Replacement – The GP3 system is most often used to support buildings on projects with variable fill soils or soft or loose strata that would normally settle excessively or deferentially on a site without over excavation and replacement  or use of a deep foundation system. Eliminate Costly Deep Foundation Systems – GP3 elements are often used to replace piles or drilled shafts at a cost savings on the order of 30% to 50% and can usually be installed quicker than deep foundations often shaving weeks off a construction schedule.
Reduced Footing Sizes – Placement of GP3 elements under conventional spread footings can also benefit a project by increasing the bearing capacity by a factor of 2 to 4 times that the bearing for the capacity soil of the soil by itself, thus reducing the size of footings needed for a project. Constructing MSE walls and embankments on weak or soft foundation soils can result in excessive settlement or inadequate factors of safety for global stability or bearing capacity.
High Friction Angle for Global Stability  – GP3 elements  exhibit friction angles from 49 degrees to 52 degrees, which increase the composite shear strength of soft foundation soils which increases the factors of safety for bearing capacity and global stability. Settlement Control – The high stiffness of the GP3 elements significantly reduces embankment and retaining wall settlement.

GP3 technology, exhibiting friction angles from 49 degrees to 52 degrees, can be installed along unstable or marginally stable slopes to intersect failure planes and provide additional shear reinforcement to increase factor of safety for slope stability.
When conventional slab-on-grade solutions are inadequate because of compressible soils or undocumented fill, the GP3 system provides an economical alternative to pile supported structural slabs and or thickened slabs for conventional light to heavily loaded industrial warehouse floor slabs. Eliminate Need for Structural Slab – Use of GP3 technology provides substantial cost savings by eliminating the need for a structural slab supported on deep foundations. Reduce Floor Slab Thickness – As part of the Geopier analysis for foundation support, a Finite Element Analysis of the stresses in the slab can be performed to evaluate the minimum slab thickness required.  This can result in substantially reducing slab thickness. GP3 technology provides cost effective solutions for the support of heavily loaded storage tanks such as those used by municipalities, petrochemical facilities, industrial and agricultural facilities.  Installing GP3 elements not only reduces total settlement magnitudes, but also provides a reinforced composite zone that reduces the potential for damaging differential settlement.
Stiff Inclusions – When GP3 elements are installed they are 2 to 10 times or more stiffer than the matrix soil, so their inclusion in the soil matrix will help reduce the liquefaction potential. Increasing Stiffness of Matrix Soil – The system installation process helps to densify adjacent soil by building up lateral stresses in the soil.  By increasing the stiffness of the matrix soil, liquefaction potential is reduced. Lateral loads induced by seismic and wind forces often result in uplift forces at a building shear walls.  GP3 elements with uplift anchors provide allowable uplift resistance up to 75 kips per anchor. The uplift anchor assembly extends from the bottom of the pier to the ground surface where it is structurally connected to the shallow foundation.
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Tyburn Railroad operates a well equipped rail to truck transload facility, strategically located in Morrisville, PA serving Eastern PA, New Jersey, and the Mid-Atlantic States.
Our Company is a civil site work, excavation and utility contractor committed to providing best in class construction and service to our customers utilizing the safest and most productive practices. Many former industrial sites are finding reuse due to their location and existing industrial zoning.
We have performed major site work for expansions of Abington Memorial, Chestnut Hill, Doylestown, Riddle Memorial and Paoli Memorial hospitals.
We presently provide the maintenance service for the Philadelphia Energy Solutions refinery (formerly Sun Company) located in Philadelphia, PA where we employ over one hundred tradesmen during shutdowns.
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Nathaniel Fox, the original Geopier® technology (known today as the GP3 system) has been used to support 1000’s of foundations around the World and over 600 structures in the Mid Atlantic Region since 1997. Pier type and spacing is governed by capacity needs, fill thicknesses between the piers and the slab and joint spacing.  Savings can be substantial. The uplift resistance provided by the systems eliminates the need for deep foundations or oversizing of shallow foundations.
We are consistently ranked among the top 600 Specialty Contractors in the United States by Engineering News Record. Over the years we have gained the knowledge and experience of what it takes to successfully work on these Brownfield sites. We are currently working at the AI DuPont Children's Hospital in Wilmington, Delaware and at the Chester County Hospital in West Chester, PA. Other recent projects involved installing spill containment liner systems at tank farms in PA and NJ. This initiative is based on the reality that "One Can Make a Difference." That means you and me! Pick yours and see how close we are – we're happy to help you with your storage needs!
The use of stiffer elements such as CTA GP3 Elements, Grouted Impact Pier Elements or GeoConcrete Columns can reduce settlement magnitudes even further. With personnel that are OSHA Hazwoper 40 hour trained we can provide the services to amend soils onsite or to transport the materials to a hazardous waste facility disposal. We fully understand how to work in an environment where maintenance of existing operating facilities is of paramount importance. We've worked in the facilities of Buckeye Partners, Conoco Phillips, Plains all American Pipeline, and Sun Logistics.

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